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Geotechnicai Design Parameters <br />9s-198J' Dynesty Homes atte <br />March 9, 1998 <br />■ Allowabls soil be@" capacity for <br />18 inch wide foottnp supported on <br />nave or compacted fin soil at a <br />depth of no less then 24 inches <br />a Allowable soil bearing capacity for <br />18 inch wide footing supported on <br />native or compacted fin soil at a <br />depth of no less than 8 feet <br />(basement level) <br />a Allowable soil bearlog capacity for <br />5 foot square footing supported on <br />native or compacted fill soli at a <br />depth of 2 feet (bad > 25 ki%W <br />■ Allowable soil bearing capacity for <br />3 foot square footing supported on <br />native or compacted fill soil at a <br />depth of 2 feet (load < 25 kips) <br />■ Allowable soil bearing capacity for <br />3 or 5 foot square footing supported <br />on native soil or compacted fill at a <br />depth of 8 feet (basement level) <br />a Minimum recommended thickness of <br />compacted structural fin beneath any <br />strip or column foundation, placed over <br />a redensified in -situ native soil <br />■ Minimum recommended depth of perimeter <br />. foundation below lowest exterior grade <br />■ Minimum recommended depth of Interior <br />column foundations below top of floor <br />slab elevation <br />a Minimum recommended width of perimeter <br />foundation <br />Page 2 <br />2,000 psf <br />4,000 psf <br />2,000 psf <br />2,000 psf <br />= 4,000 psf <br />2 feet <br />24 inches <br />241nches <br />= 18 inches <br />F0'd WQT 905T-Be-fe <br />